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HomeMy WebLinkAboutARB201300043 Legacy Document 2014-04-16E s E ver►Lon wireless DIRECTIONS TO SITE: FROM 1831 RADY COURT: TAKE 1 -64 WEST APPROXAMATELY 70.1 MILES TO EXIT 121 AND TURN RIGHT ON RAMP THEN TURN LEFT ONTO SR -20 SOUTH FOR APPROXAMATELY 12 MILES. TURN RIGHT INTO DRIVEWAY AT 7240. FOLLOW GRAVEL ROAD BACK TO THE REAR OF THE PROPERTY TO THE SITE ON THE LEFT. TURN RIGHT ONTO C.R. 712 /PLANK ROAD. KEEP LEFT AT THE FORK AND CONTINUE TO C.R. 715 /ESMONT ROAD. TURN RIGHT ONTO VA- 6W /C.R. 715 /IRISH ROAD. DESTINATION OF 3706 IRISH ROAD WILL BE ON THE RIGHT. TURN INTO GRAVEL DRIVE AND ARRIVE AT OUR SITE LOCATED ON THE RIGHT. I qa c DonYNea ?, 6�a hp 1 � un,yte� LOCAL MAP �04PROJECT SITE NOT TO SCALE North tdolPROJECT SITE VICINITY MAP NOT TO SCALE North BOILING SIDING 3706 IRISH ROAD ESMONT VA 22937 PROJECT DESCRIPTION INSTALLATION OF MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND BASE STATION EQUIPMENT IN A RAW -LAND LEASE AREA RF ENGINEERING: I 'W-1, UPS MMAGER- REV.. NO DESCRIPTION /�T \ ENSITE PLAN �/2 REVIEW SET /A3 APPLICATION DRAWINGS CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 1331 L STREET NW, SUITE 600 WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEY: CAUSEWAY CONSULTANTS, PC P.O. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: ROBERT T. WILLIAMS,JR, L.S. TELEPHONE: (757) 482 -0474 STRUCTURAL ENGINEERING: CLARK NEXSEN 6160 KEMPSVILLE CIRCLE SUITE 200A NORFOLK, VA 23502 CONTACT: SHANE FOWLER, PE TELEPHONE: (757) 455 -5800 FAX NUMBER: (757) 455 -5800 ELECTRICAL ENGINEERING: CLARK NEXSEN 440 MARTIN LUTHER KING Jr 1101 MACON, GA 31201 CONTACT: HAROLD BELYEU, PE TELEPHONE: (478) 743 -8415 FAX NUMBER: (478) 743 -8239 GEOTECHNICAL ENGINEERING: GEOENVIRONMENTAL RESOURCES, INC. 2712 SOUTHERN BOULEVARD, SUITE 101 VIRGINIA BEACH, VA 23452 CONTACT: CHAZ CRAWLEY, PE TELEPHONE: (757) 463 -3200 FAX NUMBER: (757) 463 -3080 SIGNATURE SIGNATURE BY DATE REV. NO SPP 08/30/12 JYY 09/11/12 JYY 04/12/13 Fr,N' Nov.-; IPUNE NUMBS; - %'v-­ DESCRIPTION PROJECT SUMMARY UTILITIES INFORMATION: 2 WORKING DAYS BOILING SIDING POWER: CENTRAL VIRGINIA ELECTRIC BEFORE YOU DIG OR BARBARA S COOPERATIVE (CVEC) 811 CUSTOMER SERVICE: 1 -800- 367 -2832 TOLL FREE TELEPHONE: CENTURY LINK MISS UTILITY APPROVAL CUSTOMER SERVICE: 1 -800- 769 -0110 RICHMOND, VA 23222 RF ENGINEERING: I 'W-1, UPS MMAGER- REV.. NO DESCRIPTION /�T \ ENSITE PLAN �/2 REVIEW SET /A3 APPLICATION DRAWINGS CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 1331 L STREET NW, SUITE 600 WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEY: CAUSEWAY CONSULTANTS, PC P.O. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: ROBERT T. WILLIAMS,JR, L.S. TELEPHONE: (757) 482 -0474 STRUCTURAL ENGINEERING: CLARK NEXSEN 6160 KEMPSVILLE CIRCLE SUITE 200A NORFOLK, VA 23502 CONTACT: SHANE FOWLER, PE TELEPHONE: (757) 455 -5800 FAX NUMBER: (757) 455 -5800 ELECTRICAL ENGINEERING: CLARK NEXSEN 440 MARTIN LUTHER KING Jr 1101 MACON, GA 31201 CONTACT: HAROLD BELYEU, PE TELEPHONE: (478) 743 -8415 FAX NUMBER: (478) 743 -8239 GEOTECHNICAL ENGINEERING: GEOENVIRONMENTAL RESOURCES, INC. 2712 SOUTHERN BOULEVARD, SUITE 101 VIRGINIA BEACH, VA 23452 CONTACT: CHAZ CRAWLEY, PE TELEPHONE: (757) 463 -3200 FAX NUMBER: (757) 463 -3080 SIGNATURE SIGNATURE BY DATE REV. NO SPP 08/30/12 JYY 09/11/12 JYY 04/12/13 Fr,N' Nov.-; IPUNE NUMBS; - %'v-­ DESCRIPTION PROJECT SUMMARY SITE INFORMATION: PROPERTY OWNER: BOILING SIDING BROCHU, JOSEPH EUGENE 3706 IRISH ROAD OR BARBARA S ESMONT, VA 22937 3668 IRISH ROAD ESMONT, VA 22937 APPLICANT INFORMATION: VERIZON WIRELESS 08/30/ 1831 RADY COURT REVIEW SET RICHMOND, VA 23222 ALM GUMMO CONTACT: (757) 681 -1505 TELEPHONE: (804) 321 -0398 FAX NUMBER: PROJECT DATA ZONING RA, EC JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT SCOTTSVILLE PARCEL ID # 12700000004OAO SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 95.0' LEASE AREA 2,500 SF AREA OF LAND DISTURBANCE 4,000 SF (2C) GEOGRAPHIC COORDINATES, LATITUDE: 37' 49' 48.1270" N (NAD 83) LONGITUDE: 78' 38' 02.3003" W (NAD 83) GROUND ELEVATION (AMSL): 674.2' t (NAVD 88) ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. DATE -ture & Engine? 1331 L STREET, SUITE WASHINGTON, DC 2( 202161.3260 FAX 202- 61 veriZoon wireless 1831 RADY COURT RICHMOND, VA 23222 ���AtiT H vF �rfA O o JUSTIN Y. YOON €U D> Lic. No. 42897 • r 4� � y�73 ww , ti SRE INFO: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY INDEX OF DRAWINGS DESIGN: JYY Sheet Number Sheet Title GENERAL G -1 COVER SHEET CIVIL C -1 SITE PLAN C —IA TREE INVENTORY C -1B AREA MAP C -2 ENLARGED SITE PLAN C -2A GRADING PLAN C -3 ELEVATION VIEW C -4 DETAILS LANDSCAPE L -1 LANDSCAPE PLAN L -2 LANDSCAPING DETAILS ARCHITECTURAL A -1 DRAWN: KAW REVIEW: SPP rn DATE: 12AS)77 COMM. NO. 3036.108 SUBMITTALS oESCRVDON DAT ENSrrE PLAN 08/30/ : REVIEW SET D9/11/ LICAnON DRAWINGS D4 /12/ SHEET NAME: COVER SHEET SHEET NO.: SHEET TOTAL: 11 G-1 E s x ABBREVIATIONS 0, DIA DIAMETER A NUMBER A/C AIR CONDITIONING ADA AMERICANS WITH DISABILITIES ACT AFG ABOVE FINISHED GRADE AGL ABOVE GROUND LEVEL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS C, C/L CENTERLINE CONIC CONCRETE D.B. DEED BOOK DWG(S) DRAWINGS ELEV ELEVATION ENODE 8 RF CABINET EOE EXISTING OVERHEAD ELECTRIC EZBFO BATTERY BACKUP CABINET (F) FOUND FFE FINISHED FLOOR ELEVATION FIRM FLOOD INSURANCE RATE MAP GIS GEOGRAPHIC INFORMATION SYSTEM GRIN GRID PARCEL IDENTIFICATION NUMBER GPS GLOBAL POSITIONING SYSTEM ID IDENTIFICATION INC INCORPORATED INV INVERT INFO INFORMATION L/P LIGHT POLE /LAMP POST LLC LIMITED LIABILITY CORPORATION LS LAND SURVEYOR LTE LONG TERM EVOLUTION MAX MAXIMUM MHz MEGAHERTZ MIN MINIMUM N NORTH NW NORTHWEST NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NO NUMBER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION P/P POWER POLE P.B. PLAT BOOK PE PROFESSIONAL ENGINEER PG. PAGE PROJ. PROJECT SCH SCHEDULE SF SQUARE FOOT /FEET STD STANDARD TTV TECHNICAL TEAM VISIT TYP TYPICAL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION W WEST N8554'35"W O �9 109" i 35.59' S69 g5S2w N75.Oe 52 616'19Y1 g9� 59.60' '�SI' � 8 5T4g221 ,w 584'1005W 9. SIGHT DISTANCE 54.54 --�� 425'± N85.56'55 E 270.00' R-1195.79 THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A COUNTY DESIGNATED CONSERVATION EASEMENT. THIS SITE 15 NOT LOCATED WITHIN ANY / AREA DESIGNATED AS AN AGRICULTURAL OR FORESTAL DISTRICT. M1� h � &iJ ZCNFC: RA LANG L'S= RES:CENTiAL V P. 127 -40A2 SEE ENLARGED SITE ti� ^� c -H G BRCCHU OF PLAN, SHEET C -2 2.GO ACRES �7A ps ZONED: RA LAND ' RESIDENTIAL 'Z 4 Est FALL ZONE RADIUS / / / N / / h a / 7BM T.M.P. 127 -4CA 7rchitecture & Engineerin 1 TOPOGRAPH IC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC RXR SPIKE JUDITH G. DROCHU. CHESAPEAKE, VIRGINIA ON 12/05/07. METES AND BOUNDS WERE M ELEV— 678.06 09 1459/PG.735 2110 ACRES COMPILED FROM PLATS AND /OR DEEDS OF RECORD. NO SUITE i ZONED: RA 005 WASHINGTON, DC 20005 / LAND USE: RESIDENTIAL 2, PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF WWW,O ANKNEX,SEN.COM RECORD. / LOT 2 RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR T M P 127 -40A1 1� 1 JOSE E and BARBARA BROCHU - -��- ' SIGHT DISTANCE DB 1458 -73d DB 1459 -733 PLAT EXCEEDS 610'± 16 32 ACRES ZONED RA \ 1 LAND USE: RESIDENTIAL T.M.P. 127 -4092 1 / BROCHU, JOYCE E 2.74 ACRES ZONED: RA \ LAND USE RESIDENTIAL - - �� T.M.P. 127-40G BROCHU, JOYCE WOODSON \J - -- 622 ACRES / \ ZONED: RA LOT 3A LAND USE RESIDENTIAL T.M.P. 127 -4086 / LIBERTY HOMES 1N\ DR 3174 -667 DB 3169 -572 PLAT / 4.29 ACRES /JOSEPH E OR BARBARA BROCHU DB 656 -497. D8644-476 PLAT TM 127 -40E SURVEY NOTES 7rchitecture & Engineerin 1 TOPOGRAPH IC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., CHESAPEAKE, VIRGINIA ON 12/05/07. METES AND BOUNDS WERE 1331 L STREET, NW COMPILED FROM PLATS AND /OR DEEDS OF RECORD. NO SUITE BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY 005 WASHINGTON, DC 20005 CONSULTANTS, P.C. 202.461.3260 FAX 201.461.3266 2, PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF WWW,O ANKNEX,SEN.COM RECORD. 3. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR GRAPHIC SCALE(S) WILL NOT BE FREE FROM FLOODING OR DAMAGE. veri n wireless 4. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS FOR 22: 34:: - 1" = 100' 0 SHOWN ON COMMUNITY PANEL NUMBER 51003C0500D EFFECTIVE 1831 RADY COURT DATE 2/04/05. RICHMOND, VA 23222 5, NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 6. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. H OF MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. ��T 7. NO WETLAND AREAS HAVE BEEN DELINEATED. 8. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. O JUSTIN Y. YOON y 9. THE TEMPORARY BENCHMARK, ELEVATION = 678.06'. Lic. No. 42897 4/ 1 y/73 ® CONSTRUCTION NOTES y S I ONAL 1. NEW VERIZON WIRELESS MONOPOLE, SEE ELEVATION VIEW ON SHEET C -3 SITE INFO.: BOILING SIDING © LEASE NOTES RAWLAND 1. NEW VERIZON WIRELESS 50' X 50' LEASE AREA 2. NEW VERIZON WIRELESS NON- EXCLUSNE 20' WIDE INGRESS /EGRESS /UTILITY EASEMENT LEGEND 3706 IRISH ROAD ExISTING NEW ESMONT, VA 22937 CONCRETE ALBEMARLE COUNTY - PROPERTY LINE LEASE AREA DESIGN: JYY EASEMENT DRAWN- WAV ® BUILDING (FOOTPRINT) l FENCE TREEUNE DE9awrnN EDGE OF PAVEMENT - EDGE OF GRAVEL - OVERHEAD ELECTRIC _786— CONTOURS MONOPOLE POWER POLE TREE TO BE REMOVED GRAPHIC SCALE(S) FOR 22: 34:: - 1" = 100' 0 100' 200' FOR 11" X 17" PLOT- 1" = 200' SEW: SPP TTV DATE: I2j0W _ _ COMM. NO. 3036.108 SUBMTITALS sym.1 DE9awrnN I DATE ENSf1E PUN 08 /30/12 REVIEW SET 09/11/12 SHEET FNME: SITE PLAN SHEET NO.: C-1 e a 78" PINE (172, I I I I I I I I 1 50' RADIUS I CENTER OF ROWER \ I R\ I �I 1 EXISTING / I \ GRA DEL ROAD / \ I / \ / *2" OAK (205) \ / '4" OAK (2851 *4" OAK (204) 14" OAK ( 202,' 122" HOP � I R£FERENG�TREE bAK (184) qK (7831 *4 "TAK (182) *4 OAK (781) v OAK (I IQ" OAK (778) Ol (176) * OAK (185) I � AK CL000WR(187)- 10" OAK (1� I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I 1 1 1 +6" PINE (209) \ \ *4" AW (212) J OAK NLUSTER (211) \ '2" OAf (270) 10' PINE (21J) ���Am v 12" OAK (174) TBM RXR SPIKE ELEV= 678.06 I � 12- PINE (Z75) / -14" PINE (217) OAK (199) (197) «.. N,NL i.I ) *8" TWIN OAK (200) NUMBER — l0" PINE ( 191) NOTE - ALL UTILITY LINES ARE PROPOSED TO BE RUN CANOPY HEIGHT UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT (172) SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE 14. — 18" PINE (193) FINAL LOCATION OF UTILITY LINES WILL BE DETERMINED BY 59' THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE OAK SERVICES. 14" OAK (195) 64' EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST, AS REQUIRED BE SEC. 5.1.40(C)(4). ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE, SEE ELEVATION VIEW ON SHEET C -3 ® LEASE NOTES 1, NEW VERIZON WIRELESS 50' X 50' LEASE AREA 2 NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE INGRESS /EGRESS /UTILITY EASEMENT TREE INVENTORY NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEI (172) PINE 18" 739' AMSL 59' (174) OAK 12" 740' AMSL 64' *(176) OAK 10" 735' ANSL 58' '(178) OAK 10" 739' AMSL 62' *(180) OAK 8" -' AMSL - *(181) OAK 4" -' AMSL - *(182) OAK 8' -' AMSL - (183j` OAK 4' -' AMSL - *(184) OAK 4" -' AMSL - *(185) OAK 1 6" 737' AMSL 62' (187) 5 OAK CLST 36" 748' AMSL 71' (189) TWIN OAK 10" 735' AMSL 61' (191) PINE 10" 735' AMSL 62' (193) PINE 18" 737' AMSL 63' (195) OAK 14" 749' AMSL 75' (197) PINE 12" 725' AMSL 54' *(}&g) OAK 8" -' AMSL - *(200) TWIN OAK 8" -' AMSL - *(201) OAK 6' -' AMSL - *(202) OAK 4" -' AMSL - *(204) OAK 4" -' AMSL - ( *205) OAK 4" -' AMSL - *(206) OAK 2" -' AMSL - (20 POPLAR 22" 759' AMSL W. *(209j PINE 4" -' AMSL - *(210) OAK 2" -' AMSL - *(211) 3 OAK CLST 16" -' AMSL - *(212) OAK 4" -' AMSL - (213) PINE 10" 723' AMSL 54' (215) PINE 12" 727' AMSL 58' (217) PINE 14" 726' AMSL 58' (219 ) PINE 22" 735' AMSL 69' *TOTAL TREES TO BE REMOVED: 19 NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD NOTE: TREE DRIPLINES ARE DRAWN TO SCALE. GRAPHIC SCALE(S) FOR 22 X 34" PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' ,ture & Engineer 1331 L STREET, I SUITE WASHINGTON, DC 2C 202-461.3260 FAX 202-461 •. veriZoon wireless 1831 RADY COURT RICHMOND, VA 23222 T H OF ,o JUSTIN Y. YOON U a Lie. No. 42897 kls4 / c�, IONAL Sn INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DESIGN: DRAWN: RE\AEW: _ T TV DATE Maw COMM. NO. 3036.108 SUBMrfT'ALS U XPA" 1oN DATE LW p8 /30/12 Er ;9/11/12 0N DPAWx*DS D4/IZ/13 TREE INVENTOR mC -1A � E ® NOTES 1. � OF TOWER N: 3825808.66 E: 11444222.65 LATITUDE: 37' 49' 48.1270" N (NAD 83) LONGITUDE: 78' 38' 02.3003 W (NAD 83) ELEVATION: 674.20± (NAV) 88) 2. 2000' RADIUS FROM Ii OF TOWER 3. EXISIING DWELLING, TYP. GRAPHIC SCALE(S) FOR 22" X 34" PLOT - 1" = 300' 0 300' 600' FOR 11" X 17" PLOT - 1" = 600' .-cure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202461.3260 FAX 2@-461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 rJUSTIN Y. YOON a Lic. No. 42897 �✓, 41i>113 �w , 0 ti .�'��6110NAL 9M �.: BOILING SIDING RAW LAN D 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DESIGN: JYY DPAWN: KAW REVIEW: SPP TTY DATE 12105)07 COMM. NO. 3036.108 SUBMITTALS DFSaurnoN 1AAA33PUCATION ITE PLAN T04/12/13 IEW SET DRAWINGS AREA MAP I I C s S a E I, I I I I I I I I i I I I I I I I EXISTING I GRAVEL ROAD � EXISTING 22° POPLAR REFERENCE TREE I I I I I I I I I CI I � 8 I I � O I _ I% I� I I I I I I I I I I I I I I l OPERATION OF OUTDOOR LIGHTING FOR THE FACILITY SHALL BE PERMITTED ONLY DURING MAINTENANCE PERIODS. 7_' — ' — ' — - — - — - — — - — - — - — — • — • — . — . — — . — . I I I I I I I o I I I I I I 11 11 V I I 28.5' r L-•-•- •--------- ------ •--- •- •- • - - - -- - -J NOTES BEYT E VEGETATED ESPONSIBILLIITY OF CONSTRUCTION AND ALL � 0 ' 6 cm 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME rchitecture & Engineeri THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS 1331 L STREET, THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN SUITE 1 ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT WASHINGTON, DC 201 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 202. 461.3260 FAX202-461.3 REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED VA"CLAwwBxSEN.0 _ DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SWILL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND veriZon wireless CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 1831 RACY COURT RICHMOND, VA 23222 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4 B BEYT E VEGETATED ESPONSIBILLIITY OF CONSTRUCTION AND ALL � � r H ok 2. NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE INGRESS /EGRESS /UTILITY EASEMENT SHEET WE ENLARGED SITE GRAPHIC SCALE(S) PLAN FOR 22" X 34" PLOT - 1" = 5' 0 5' 10'1 FOR 11" X 17" PLOT - 1" = 10' SHEET NO.: C-2 E a I I I I I I I, EXISTING GRAVEL ROAD III a I I I I I 1 I I I I I II MG I I I I � I II/ II O I� /II I/ I I I I I, I I I 'I I I I I I I I I I;' r �I yl In ® CONSTRUCTION NOTES ' rchitecture & Engineerin 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD. THERE ARE: NO CRITICAL SLOPES WITHIN THE PROJECT AREA. 2. NEW TREE PROTECTION. SEE DETAIL ON SHEET L -2. 331 L STREET, NW SUITE 600 0 �f I I WASHINGTON, DC 20005 i 202-461.3260 FAX 202-461.3266 I m W V W.CIAPMEX.SEN.COM GRADING NOTES w � I !/ w 1. ALL ELEVATIONS ARE FINISHED GRADE. VeriZ n wireless 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. 1831 RADY COURT 2 j 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD. USE TYPAR 3401 OR EQUIVALENT. RICHMOND, VA 23222 op 67 .0 , I 71. S .- E & S CONTROL LEGEND `� 1 "- r TP TREE PROTECTION J JUSTIN Y. YOON 9 — =\ I a TOC !I I I PS PERMANENT SEEDING 6 4.5 _ _ ; Lic. No. 42897 LIMITS OF DISTURBANCE I I t 0 NAL I u_ 4° 673.25 ( I I I e III Snf INFO.: BOILING SIDING ---- --- -, ti - - - - -- I! RAWLAND - - - - - -- i. If ...... v'. O 67y .60 , - _- _ - - - - -- = 1J O I 1 O 3706 IRISH ROAD i ___ —__ i— —_ % ^ e ESMONT, VA 22937 o, O I I ALBEMARLE COUNTY DESIGN: ' TOC I DRAWN: 673.00 ; ° REVIEW: TTV DATE 12)05/0'7 COMM. NO. 3036.108 SUBMFFTALS DE9MPf10N DATE 671.00 ENSf1E PINJ 08/30/12 REVIEW SET 09/11/12 APRJCAT10N vRAwNCS o4/1z/13 Al / ( SHEET NAME j GRADING PLAN GRAPHIC SCALE(S) \ FOR 22• X 34• PLOT — 1 - = 5' 0 5' 10' j FOR 11" X 17' PLOT — 1• = 10' x- ' SHEET NO.: C -2A E g STOP OF TOWER APPURTENANCES (LIGHTING ROD) Y ELEVATION = [771.0'±] AMSL [97' -0 "] A.G.L TOP OF TOWER / TOP OF ANTENNAS ELEVATION = [769.0,il AMSL [95 -01 A.G.L - - - - — 0 REFERENCE TREE IDENTIFIED AS 22" POPLAR - - TOP OF CANOPY HEIGHT = 759' AMSL. ELEVATION [759' -C " ±] AMSL NOTE: FENCE NOT SHOWN FOR CLARITY Lj v �✓ V �c REFERENCE TREE 0 NEW VERIZON WIRELESS ICE BRIDGE NEW VERIZON WIRELESS 12'x20' EQUIPMENT SHELTER- TOWER FOUNDATION DESIGNED BY OTHERS (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS ELEVATION = [765.0'±] AMSL [91' -O °t] A.G.L. (3) NEW VER- WIRELESS FLUSH MOUNTED PANEL ANTENNA ELEVATION = [756.5±] AMSL [82' -0' ±] A.G.L. SEE ENLARGED VIEW, THIS SHEET NEW VERIZON WIRELESS 95.0' A.G.L. MONOPOLE ENLARGED VIEW NOT TO SCALE 30' SEE ENLARGED VIEW, THIS SHEET NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMINAIRE SHALL BE FULLY SHIELD AS REQUIRED BY SECTION 4.17 BY THE ZONING SUPPLEMENT #30, 10- 13 -04. 3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SHERWIN WILLIAMS MATTE 'JAVA BROWN" 16090. 4. BASE OF TOWER NOT TO EXCEED 30" DIAMETER AND TOP NOT TO EXCEED 18" DIAMETER. 5. NEW SHELTER TO HAVE AN AGGREGATE FINISH. 6. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 7. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER I ANTENNA NOTES li 1. ANTENNAS ARE TYPICAL FLUSH -MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - AANEL BXA- 70063/8CF DIMENSIONS - 94.6'(H) X 11.2 "(W) X 4.5 "(D) 4. PROPOSED ANTENNAS - ANNEL BXD - 634-06380CF DIMENSIONS - 47.4 "(H) X 16.8 "(W) X 3.5'(D) TOP OF COAX PORT ELEVATION = [680 -0 " ±] AMSL _ BEGINNING OF POLE ELEVATION [674 -10 " ±] AMSL _ TOP OF FOUNDATION ELEVATION = [674' -6 " ±] AMSL FINISHED GRADE OTOWER AMSL j ELEVATION - [674' -0'f] AMSL 12' MAX FACE OF NEW LTE (4G) ANTENNA (TYP OF 3) MOUNTING COLLAR (TYP OF 2) MOUNTING PIPE (TYP OF 3) -ACE OF NEW PCS /CELLULAR )UALBAND ANTENNA .TYP OF 3) E OF NEW MONOPOLE NEW MONOPOLE ENLARGED VIEW NOT TO SCALE rchitecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202.461.3266 WWW,aAR NEXSEN.COM veriZoon wireless 1831 RADY COURT RICHMOND, VA 23222 op f JUSTIN Y. YOON Lic. No. 42897 o� ti Sli ONA L Sn INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAV REVIEW: SPP TTV DATE: 12105,07 COMM. NO. 3036.108 SYM.1 DBMFMN DATE Q� ENSILE PLAN 08/30/12 /z\ REVIEW SET 09/11/12 % -IEIFT NAP*: ELEVATION VIEW SHEET NO.: C -3 d ® CONSTRUCTION NOTES GENERAL NOTES 1. CORNER, END OR PULL POST 4" X 4" TREATED LUMBER ADESMP'nON 1. INSTALL FENCING PER ASTM F -567 SPACING FOR LINE POSTS IS 8' -0" OE TO � MAX 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL 2. INSTALL SWING GATES PER ASTM F- 900 D9 /11/12 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT 2. TOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER B. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD REQUIREMENT SHALL BE COMPLIED IF REQUIRED. PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND 3. 1" (NOMINAL) X 6" -8' DOG EARRED FENCE BOARDS. CEDAR WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH PREFERRED. #1 TREATED ACCEPTABLE 9 . GEOTEXTILE FABRIC FENCE BOARDS). 4 1 1/2" MAXIMUM CLEARANCE FROM GRADE 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME 5, 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER 11. POST: CONCRETE FOUNDATION (2000 PSI) DURING BID WALK 6 4" COMPACT 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK COMPOUND FENCE DETAIL NO SCALE VERIFY FINISHED MATERIAL- REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID 1" MIN. ABOVE EXISTING GRADE 12' EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE GRADE 75- 1/2- MINIMUM AT CROWN COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH MATERIAL (3" MINIMUM) CONSTRUCTION MANAGER PRIOR TO BID EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL A CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRADE COMPACTED, GEOTDMLE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE T 1 EXTERIOR FACILITY 5a ti 51QE 3 I 1 4 5 7 6 I 9 NEW CHAIN LINK FENCE FABRIC 12" MIN NEW FENCE POST N0.57 COARSE AGGREGATE z BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. L EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND - III —III ; ; "� I— III — III —III —I 11= - III -III - � � 1= III - III -I I1 LIIIIIIIIII � � , IIIII��I ii Illiiillli - III — i '; COMPACT TOP 6" OF ' SUBGRADE /BASE MATERIAL I TO 95% DENSITY PER ASTM D -1557 SECTION - COMPOUND AREA NO SCALE Architecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202461.3266 WWW CLARKNE>CSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 �xT H op o JUSTIN Y. MOON Lie. No. 42897 kLi4/111 13 ONAL J, SATE INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DRAWN: _ I 1 REVIEW: SUBMITTALS DATE ADESMP'nON SITE PUN 08/30/12 VIEW SET D9 /11/12 PUGTON DRAWINGS 04/12/13 SHEET NoWE DETAILS I I E V I N I I I I I I I I I I I I I (TYP.IIOF I I I I I I I PLANTING SCHEDULE TYPE BOTANICAL NAME COMMON NAME QUANTITY REMARKS ,ALIPER HEIGHT SPREAD TREES VP MYERICA PENSYLVANICA NORTHERN BAYBERRY - - - 9 FULL, DENSE NOTES I. THE CONTRACTOR SHALL VERIFY THAT TOTAL QUANTITIES INDICATED IN THE PU LIST OR SCHEDULE AGREES WITH QUANTITIES SHOWN ON PLANTING LAYOUT. IF DISCREPANCIES, USE TOTAL OF QUANTITIES SHOWN ON PLANTING LAYOUT. 2. THE CONTRACTOR SHALL PROVIDE THE QUANTITIES REQUIRED TO COMPLETE PROPOSED PLANTING AS SHOWN ON THE LANDSCAPE PLAN. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE. 4. ALL BEDS SHALL BE CLEAN AND WEEDED. 5. ALL AREAS NOT PAVED OR PLANTED SHALL BE SEEDED. 6. PROVIDE ALL NECESSARY PLANT MATERIALS, LABOR, TOOLS, AND MATERIALS TO COMPLETE THIS PROJECT IN A WORKMANLIKE, PROFESSIONAL MANNER. 7. ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE SPECIMEN QUALITY (AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS), SHALL BE NURSERY- GROWN, AND IN A HEALTHY, INSECT AND DISEASE -FREE. CONDITION. 8. NO SUBSTITUTIONS OF SIZE OR VARIETY OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE DESIGNER. 9. STAKE TREES ACCORDING TO AAN. (AMERICAN ASSOCIATION OF NURSERYMEN) STANDARDS. 10. "B &B" INDICATES BALLED AND BURLAPPED. 11. "CON" INDICATES CONTAINERIZED PLANTS. 12. ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING UTIUTIES AS ACCURATELY AS POSSIBLE. FIELD VERIFY LOCATIONS FOR ALL UTILITIES PRIOR TO INSTALLING PLANT MATERIAL 13. VERIFY ALL DIMENSIONS IN THE FIELD, NOTIFY OWNER AND LANDSCAPE DESIGNER OF ANY VARIANCE FROM PLANS. 14. PROVIDE OWNER FULL 12 MONTHS MATERIAL AND LABOR GUARANTEE ON ALL PLANT MATERIAL 15. TEST SOIL BEFORE PLANTING AND ADD PROPER SOIL AMENDMENTS TO SOIL TO ESTABLISH ph OF 6.5. 16. PREPARE SOIL WITH HI CALCIUM LIME ® RATE INDICATED ON SEEDING SCHEDULE (SEE SHEET L -2). 17. PRUNE ALL PLANT MATERIAL - REMOVE RANK AND DEAD GROWTH ONLY. PRUNE FOR NATURAL SHAPE PER SPECIES. 18. MULCH TO BE 2" MIN. DEPTH SHREDDED HARDWOOD BARK MULCH IN ALL BED AREAS. 19. ANY QUESTIONS REGARDING THE INSTALLATION OF THIS PROJECT SHOULD BE BROUGHT TO THE ATTENTION OF LANDSCAPE DESIGNER ® 757 - 455 -5800. 20. IN PLANTING BEDS, OMIT THE COMPACTED EARTH SAUCER AND COVER THE BEDS WITH MULCH (2" MIN. DEPTH). AT HEDGE ROWS PROVIDE MULCH IN A CONTINUOUS BED. ALL GROUPINGS OF SHRUBS SHALL BE INSTALLED IN CONTINUOUS MULCH BEDS. 21. WHERE PLANTING BEDS ABUT WALK AND CURBS, DEPRESS TOPS OF MULCHED BEDS 3/4 ". 22. TREE AND SHRUB PITS SHALL BE 3 TIMES SIZE OF ROOT BALL AND BACK FILLED WITH FOLLOWING SOIL MIXTURE THOROUGHLY MIXED: 2 PARTS SAND, 2 PARTS COMPOSTED HORSE MANURE OR CATTLE MANURE, OR ORGANIC COMPOST, AND 6 PARTS GOOD QUALITY TOPSOIL. NOTE: HEIGHT RESTRICTIONS LIMIT SELECTION OF PLANT MATERIAL LOCATED WITHIN THE DOMINION VIRGINIA POWER EASEMENT. IF ANOTHER SPECIES OF PLANT IS PREFERRED, SEE THE "SUGGESTED LIST OF PLANT SPECIES FOR SCREENING ON TRANSMISSION RIGHTS OF WAY" PROVIDED BY DOMINION VIRGINIA POWER. ALL OTHER PLANT MATERIAL NOT FOUND ON THIS LIST WILL HAVE TO BE SUBMITTED TO DOMINION VIRGINIA POWER FOR APPROVAL. ® CONSTRUCTION NOTES 1. TREE. SEE SCHEDULE THIS SHEET. SEE DETAIL 1, SHEET L -2. GRAPHIC SCALE(S) FOR 22" X 34" PLOT - 1" = 5' 0 5' 10' FOR 11" X 17" PLOT - 1" = 10' rchitecture & Engineerin 1331 L STREET, NW SURE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202. 461.3266 VMMN.CLAWW DaN.COM veriZan wireless 1831 RADY COURT RICHMOND, VA 23222 T H OF 71 Y JUSTIN Y. YOON Lic. No. 42897 ti kAIS110NAL SITE INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY I DESIGN: - I DRAWN: COMM. NO. 3036.108 1 SYM.1 DESO11PT10N DATE ENSTTE PLAN 08 /30/12 REVIEW SET 09/11/12 T10N DPAWINGS 04/12/13 SHEEP NAME LANDSCAPE PLAN SHEET NO.: L -1 TABLE 3.32 —E (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA M LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95 -100 0-57. (Commercial of Residential) Kentucky Bluegrass 0 -5 German Millet 50 (Ibs /acre TOTAL 175 -200 Ibs High—Maintenance Lawn Tall Fescue TOTAL: 200 -250 Ibs Tall Fescue 128 Ibs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs lessl Sesional Nurse Crop Total: 150 Ibs Tall Fescue 108 Ibs LOW— Maintenance Slope Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs (Steeper Than 3:1) Sesional Nurse Crop 20 Ibs Crownvetch Total: 150 Ibs 1— When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is avolible at the local County Extention office or through VCIA at 804 - 746 -4884 or at hitp: / / /sudan.cses.vt.edu/html/Turf/ turf,/ publications /publicotions2 /html 2— Use seasonal nurs crop in accordance with seedind dates as ststed below: February 16th — April ........................ Annual Rye May 1st — August 15th ....................... Foxtoil Millet August 16th — October ..................... Annual Rye November — February 15th .............. Winter Rye 3— Substitute Sericea Lespedezo for Crownvetch east of Formville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 Ibs /acre. If weeping lovegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 Ibs /acre. • Apply 10 -20 -10 fertilizer at a rate of 500 Ibs. /acre (or 12 Ibs. /1,000 sq. ft.) • Apply Pulverized Agricultural Limestone of a rate of 2 tons /acre (or 90 Ibs. /1,000 sq. ft.) NOTE: —A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. —When applying Slowly Avalible Nitrogen, use rates avolible in Erosion & Sediment Controle Technical Bulletin #4. 2003 Nutrient Management for Development Sites at http://www.dcr.stcite.va.us/sw/e&s.html#pubs E s (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK RFFFRFNCF FOR All RFGIONS am APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 —Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi — florum) & Cereal (Winter) Rye (Secale cereale) 50 -100 (Ibs /acre) Feb. 16 —Apr. 30 Annual Ryegrass (lolium multi— florum) 60 -100 (Ibs /acre) May. 1 —Aug. 31 German Millet 50 (Ibs /acre • Apply 10 -10 -10 FERTILIZER at a rate 450 Ibs. /acre (or 10 Ibs. /1,000sq ft • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons /acre (or 90 Ibs. /1,000 sq ft) NOTE I — A soil test as necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. 3 — When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin #4. 2003 Nutrient Management for Development Sties at http,/www.dcr.state.va.us/sw/e&s-htmipubs DRIP LINE —\ L A L JIMCJ NOTE: AT 4 C.C. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12° TREE PROTECTION NO SCALE ,ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202.461.3260 FAX202.461- veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 ��LTx 0J' Pj t' XON Y. YYOON y Lie. No. 42897 4/(x//3 wC�' 0 sSjojVal. � ATE INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE 1245M COMM. NO. 3036.108 sm.1 DESOUPnoN I DATE REVIEW SET S � aD9 4/211 /13 2 SHEFr NAME LANDSCAPING DETAILS SHEET NO.: L -2 ------------------------ SCROLL FAN EXHAUST ELBOW W /SNAP IN SCREEN I i STANDARD LOCATION I i i m WALL 4' THICKNESS ;O t13 /a• REAR WALL ELEVATION C t 20' -0' FRONT WALL ELEVATION A SHELTER ELEVATIONS NOT TO SCALE C B D A ELEVATION KEY LEFT WALL ELEVATION D 3/8' -- - - - - - - - - - - - - - - - - - I I I L - - - -J m --------------- - - - - -- 11 3/4' h 1V -2, RIGHT WALL ELEVATION 8 NOTE: PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED AND OPERATED BY A SWITCH, AND SHALL NOT BE OPERATED BY A PHOTOCELL. MIRRORED SHELTER NOTES 1. THE SHELTER SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2009 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) EFFECTIVE MARCH 1, 2011. 2. REFER TO STRUCTURAL SHEETS FOR SHELTER EQUIPMENT AND SHELTER LOAD REQUIREMENTS. 3. BUILDING WILL BE PLACED ON CONCRETE PIERS. 4. BUILDING SHALL BE LOCATED FIVE FEET (5' -0') OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. 5. BUILDING WILL HAVE A DARK BROWN, AGGREGATE STONE FINISH. 6. SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB CONSTRUCTION PER THE VUSBC. ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202-461-3260 FAX 202.461 veriLon wireless 1831 RADY COURT RICHMOND, VA 23222 �l,il� OIr' IL `f 1, n JUSTIN Y. YOON Lic. Nu. 42897 4/,,.//3 1 S'I ONA L SITE INFO.: BOILING SIDING RAWLAND 3706 IRISH ROAD ESMONT, VA 22937 ALBEMARLE COUNTY DRAWN: REVIEW: TTV DATE: _ _ _ 12,05/07 COMM. NO. 3036.108 SYM.1 DeXRVr)0N I DATE ENSITE PL D8 /30/12 �x REVIEW SET D9/11/12 n PUCATION DRAWINGS 04/12113 SHEEP NAME: SHELTER ELEVATIONS SHEET NO.: A -1